UCLA Civil and Environmental Engineering
Parent: UCLA
eScholarship stats: Breakdown by Item for August through November, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 235 | 33 | 202 | 14.0% |
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 183 | 30 | 153 | 16.4% |
| 90b2c6w9 | Implications of mHVSR Spatial Variability on Site Response Predictability | 131 | 82 | 49 | 62.6% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 126 | 29 | 97 | 23.0% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 123 | 111 | 12 | 90.2% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 108 | 34 | 74 | 31.5% |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 103 | 27 | 76 | 26.2% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 99 | 79 | 20 | 79.8% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 94 | 29 | 65 | 30.9% |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 92 | 11 | 81 | 12.0% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 90 | 33 | 57 | 36.7% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 88 | 14 | 74 | 15.9% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 88 | 65 | 23 | 73.9% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 87 | 46 | 41 | 52.9% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 85 | 19 | 66 | 22.4% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 82 | 43 | 39 | 52.4% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 82 | 13 | 69 | 15.9% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 80 | 50 | 30 | 62.5% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 77 | 39 | 38 | 50.6% |
| 7c5870pf | A general framework for modeling subregional path effects | 76 | 21 | 55 | 27.6% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 75 | 32 | 43 | 42.7% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 75 | 45 | 30 | 60.0% |
| 0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 70 | 25 | 45 | 35.7% |
| 9tw6k14c | User-interaction with a web-served global ground motion relational database | 70 | 31 | 39 | 44.3% |
| 0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 67 | 20 | 47 | 29.9% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 65 | 16 | 49 | 24.6% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 64 | 48 | 16 | 75.0% |
| 9731j6bz | Reliability of low frequency mHVSR ordinates | 64 | 20 | 44 | 31.3% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 63 | 25 | 38 | 39.7% |
| 3nd293hk | An overview of the great Alaska earthquake of 1964. | 62 | 51 | 11 | 82.3% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 60 | 51 | 9 | 85.0% |
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 60 | 37 | 23 | 61.7% |
| 68w316st | The role of site effects on elevated seismic demands and corollary structural damage during the October 30, 2020, M7.0 Samos Island (Aegean Sea) Earthquake | 58 | 38 | 20 | 65.5% |
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 57 | 39 | 18 | 68.4% |
| 0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 57 | 39 | 18 | 68.4% |
| 49g807wz | Supplementing Shear Wave Velocity Profile Database with Microtremor-Based H/V Spectral Ratios | 57 | 26 | 31 | 45.6% |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 57 | 29 | 28 | 50.9% |
| 1sw070c3 | FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground | 56 | 39 | 17 | 69.6% |
| 7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 56 | 35 | 21 | 62.5% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 56 | 36 | 20 | 64.3% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 55 | 2 | 53 | 3.6% |
| 3j47t3wr | Unloading-reloading rule for nonlinear site response analysis | 54 | 31 | 23 | 57.4% |
| 08z716m3 | Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts | 52 | 34 | 18 | 65.4% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 52 | 26 | 26 | 50.0% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 52 | 3 | 49 | 5.8% |
| 9zx5m1kc | Groundwater level evaluation for river flood control levees and its effect on seismic performance | 51 | 23 | 28 | 45.1% |
| 5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 50 | 3 | 47 | 6.0% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 49 | 15 | 34 | 30.6% |
| 2g385542 | Mineral Scale Prevention on Electrically Conducting Membrane Distillation Membranes Using Induced Electrophoretic Mixing | 49 | 37 | 12 | 75.5% |
| 0wh3q8jh | iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression | 48 | 22 | 26 | 45.8% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.